1 ; i, , I JOHN BAUMGARTNER, P. E. Director of 􀁐􀁵􀁢􀁬􀁾􀀼􀁬􀁷􀁯􀁲􀁫􀁳􀀠'I.1JUI.__________________ 􀁾,Ie. t'.,.7'1680 e Dr. 􀁾":l,./". •Bo 1 •• IIL1 ' 􀁾􀀠PRomer MANUAL FORAddison,
Texas 7500lQ",,-= (214) 450·28!16 􀀨􀁾􀀠INTERSECTION IMPROVEMENTS FAX (214) 􀀹􀀳􀀱􀀮􀀶􀀶􀀴􀀳􀁪􀀩􀀻􀁾j ADDISON ROAD AT BELT LINE ROAD FOR TOWN OF ADDISON, TEXAS j I j •• j .J "ESPEY,J
HUSTON & ASSOCIATES, INC.'J Engineering & Environmental Consultants J J 
I ESPEY, " HUSTON & ASSOCIATES, INC. Engineering & Environmental Consultants Document No. 920712 EH&A Job No. 13921 PROJECT MANUAL FOR INTERSECTION IMPROVEMENTS ADDISON ROAD AT BELT
UNE ROAD FOR TOWN OF ADDISON. TEXAS Prepared for: Town of Addison P. O. Box 144 Addison. Texas 75001 Prepared by: EspeY. Huston & Associated, Inc. 13800 Montfort, Suite 230 Dallas, Texas
7S240 October 1992 13800 Montfort Drive' Suite 230 • Dallas, Texas 75240' (214) 38]'{)771 • FAX (214) 387·9714 I 
Section AB Section m Section PF SectionCA Section PrB Section PyB Section MB Section BP Section GP Section SP Section T Section CTB Section VDL Section SD Appendix TABLE OF CONTENTS
Advertisement for Bids Instructions to Bidders Proposal Form Contract Agreement Performance Bond Payment Bond Maintenance Bond Contractor's Affidavit of Bills Paid General Provisions
Standard Specifications for Public Works Construction, North Central Texas (separate document not furnished) Special Provisions Technical Specifications Cement Treated Base Vehicle Detector
Wire Sealant Sod and Lawn Preparation Sample of Texas Sales Tax &emption Certificate 139211920712 " ii 
SECTION AB ADVERTISEMENT FOR BIDS 13921/920712 AB·1 
SECTION AB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for Intersection Improvements, Addision Road at Belt Une Road, for the Town of Addison, Texas,
hereinafter called ·City" in accordance with plans, specifications and contract documents prepared by Espey, Huston & Associates, Inc., will be received at the office of Clyde Johnson,
Purchasing Manager, Finance Building, 5350 Belt Une Road, Addison, Texas until 2:00 p.m. on the 15th day of December, 1992. Bids received by the appointed time will be opened and read
aloud. Any bids received after closing time will be returned unopened 2. The Contractor shall identify his bid on the outside of the envelope by writing the words TOWN OF ADDISON INTERSECTION
IMPROVEMENTS, ADDISON ROAD AT BELT LINE ROAD. 3. Bids shall be accompanied by a cashier's check or certified check upon a national or state bank in an amount not Jess than five percent
(5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bend in the same amount from a reliable surety company licensed by the State of Texas to
act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee that the bidder will enter
into a contract and execute a Performance Bond within ten (to) days after notice of award of contract to him. 4. Plans, specifications and bidding documents may be secured from Clyde
Johnson, Purchasing Manager, Finance Building, 5350 Belt Une Road, Addison, Texas. 5. The right is reserved by the Mayor and the City Council as the interest of the City may require
to reject any or all bids and to waive any informality in bids received. 6. The Bidder (Proposer) must supply all the information required by the Proposal Form. 7. A Performance Bond,
Laber and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shalI be in the amount of 100% of the total contract. amount. Bonds shalI be issued by
a surety company licensed by the State of Texas to act as a Surety. 8. For information on bidding or to secure bid documents, call Clyde Johnson (214) 450·7090 .. For information on
the work to be performed, call John Baumgartner, City Engineer, (214) 450·2886. 9. This project consists of providing paving, sidewalk, traffic signal and other miscellaneous improvements
as shown on the plans and in accordance with the specifications. TOWN OF ADDISON, TEXAS 13921/920712 AB·2 
SECTION IB INSTRUCTIONS TO BIDDERS 13921/920712 IB-1 
SECTION IB INSTRUCTIONS TO BIDDERS A. PROJEcr: Intersection Improvements. Addison Road at Belt Line Road. in the Town of Addison. " B. PROJEcr DESCRIPTION: This project consists of providing
paving. sidewalk, traffic signal and other miscellaneous improvements as shown on the plans and in accordance with the specifications. C. PROPOSALS: Proposals must be in accordance with
these instructions in order to receive consideration. D. DOCUMENTS: Documents include the Bidding Requirements, General Provisions, Special Provisions, Technical Specifications, Drawings
plus Addenda which may be issued by the Consultant during the bidding period. Bidding Documents may be viewed and/or obtained under the terms and conditions set forth in the Advertisement
ror Bids, Section AB of this Project Manual. E. EXAMINATION OF DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents and the construction site to obtain first-hand
knowledge of the scope and the conditions of the Work. Each Contractor, Subcontractor and Sub-subcontractor. by submitting a proposal to perrorm any portion of the Work, represents and
warrants that he has examined the Drawings, Specifications (Project Manual) and the site of the Work, and from his own investigation has satisfied himself as to the scope. accessibility,
nature and location of the Work; the character of the equipment and other facilities needed for the performance ofthe Work; the character and extent ofother work to be perrormed; the
local conditions; labor availability, practices and jurisdictions and other circumstances that may affect the performance of the Work. No additional compensation will be allowed by the
Owner ror the failure of such Contractor, Subcontractor or Sub-subcontractor to inrorm himself as to conditions affecting the Work. " F. INTERPRETATION OF DOCUMENTS: Ifany person contemplating
submitting a bid" ror the proposed Contract is in doubt as to the meaning of any part of the Drawings, Specifications (project Manual) or other proposed Contract Documents, he may submit
to" the Consultant, not later than seven (7) calendar days prior to the date set ror opening bids, a written request for an interpretation or clarification. Bidders should act promptly
and allow sufficient time ror a reply to reach them bebe preparing their bids. "Any interpretation or clarification will be in the form of an Addendum duly issued. No alleged verbal
interpretation or ruling will be held binding upon the Owner. 139211920712 W-2 
G. SUBSTITUTIONS: Conditions governing the submission of substitutions fur specific materials, products, equipment and processes are in the Special Provisions. Requests fur substitutions
must be received by the Consultant seven (7) calendar days prior to the established bid date. H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the
Documents during the bidding period will be issued in the form of Addenda and a copy of such Addenda will be mailed or delivered to each person who has been issued a set of the Bidding
Documents. Addenda will be a part of the Bidding Documents and the Contract Documents, and receipt of them shall be acknowledged in the Bid Form. All such interpretations and supplemental
instructions will be in the furm of written addenda to the contract documents which, ifissued, will be sent by telegram, certified or registered mail, or hand delivered to all prospective
bidders (at the respective addresses furnished fur such purposes) not later than three (3) calendar days prior to the date fixed fur the opening of bids. If any bidder fails to acknowledge
the receipt of such addenda in the space provided in the bid form, his bid will nevertheless be construed as though the receipt of such addenda had been acknowledged. I. COMPLETION TIME:
A reasonable completion time has been established by the Owner and is indicated in the Proposal Form. J. PREPARATION OF BIDS; Prices quoted shall include all items of cost, expense,
taxes, fees and charges incurrect, or arising out of, the performance of the work to be performed under the Contract. Bids shall be submitted in duplicate and shall be signed in ink.
Any bid on other than the required furm will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials of the bidder.
Bids containing any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as infurmal. The prices should be expressed in words and
figures or they may be deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in the figures, the price in writing will be
considered as the bid. Failure to submit all requested infurmation will make a bid irregular and subject to rejection. Bids shall be signed with name typed or printed below signature,
and, if a partnership, give full name of all partners. Where bidder is a corporation, bids must be signed with the legal name of the corporation followed by. the name of the state of
incorporation and the legal signature of an officer authorized to bind the corporatinn to a contract. I K. SUBMITTAL OF BIDS: Sealed proposals will be received at the time, date and
place . .1 stated in the Advertisement fur Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed envelope addressed
to the Owner and plaiuly mark on the outside of the envelope the project mime, ) and the name and address of the bidder. The Bid Bond must be completed and signed by each hidder and
submitted with the bid. Submit Bids by mail or in person prior to the time fur receiving bids set furth in the Advertisement fur Bids issued by the City. 13921/920712 IB-3 
L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid opening, bids may be withdrawn or modified Bids may be modified only on the official bid form and must be signed
by a person legally empowered to bind the bidder. No bidder shall modify, withdraw or cancel his bid or any part thereof for thirty (30) calendar days after the time agreed upon for
the receipt of bids. I M. DISQUALIFICATION: The Owner reserves the right to disqualify 􀁰􀁲􀁯􀁰􀁯􀁾􀁬􀁳􀀬􀀠before or after the opening, upon evidence of collusion with intent to defraud
or other illegal practices relating to this proposal upon the part of the bidder. N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance, the selected bidder shall, within
live (5) calendar days, submit the following: 1. A designation of the portions of the Work proposed to be performed by the bidder with his own force. 2. A list of names of the subcontractors
or other persons or organizations, including those who are to furnish materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated
in the Bidding I Documents or as may be requested by the Consultant. The . ) bidder will be required to establish to the satisfaction of the Owner and the Consultant the reliability
and responsibility of the proposed Subcontractors and suppliers to furnish and I perform the Work. O. AWARD: The Owner reserves the right to accept any or to reject any bids without
compensation to bidders and to waive irregularities and informalities. The Consultant, in making his recommendation, will consider the following elements: 1. Whether the bidder is a
contractor with experience in the type of work involved. I · ) 2. Whether the bidder has adequate plant, equipment and personnel to perform the work properly and expeditiously. 1 · )
3. Whether the bidder has a suitable financial status and reputation for meeting obligations incident to work of the kind specified. -..I P. EXECUTION OF THE CONTRACT: The successful
bidder will be required to enter into a contract with the Owner within ten (10) calendar days of notice by the Owner that his I bid has been accepted. Failure to enter into contract
within the established time limit · ! without proper justification shall be considered grounds for forfeiture of the bid bond. ;i __ .1 j ) 13921/920712 ill4 
Q. CONSTRUcnON SCHEDULE: It is the Owner's desire to have the project completed and operational in as short a time as possible. The number of calendar days for completion of the project
Win begin with the date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to facilitate a smooth construction of the project. In no instance shall
the number of calendar days for oompletion of the work measured from the proposed date of beginning exreed 60 calendar days. ' ' R. LIQUIDATED DAMAGES: The time of oompletion is the
essence of tbis oontract. For each calendar day that any work shall remain unoompleted after the time specified in the proposal and the oontract, or the increased time granted by the
Owner, or as equitably increased by additional work or materials ordered after the oontract is signed, the sum per day given in the following schedule shall be deducted from the monies
due the Contractor: $100 per Calendar Day The sum of money thus deducted for such delay, failure or non-completion is not to be oonsidered as a penalty, but shall be deemed, taken and
treated as reasonable liquidated damages, per calendar day that the Contractor shall be in default after the time stipulated in the oontract for completing the work:. The said amounts
are fixed and agreed upon by and between Owner and Contractor because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner in such event
would sustain; and said amounts are agreed to be the amounts ofdamages which the Owner would sustain and which shall 'be retained from the monies due, or that may beoome due, the Contractor
under this oontract; and ifsaid monies be insufficient to oover the amount owing, then the Contractor or bis surety shall immediately pay any additional amounts due. If the Contractor
finds it impossible, for reasons beyond his oontrol, to oomplete the work within the contract time as specified, the Contractor may make a written request for an extension of time in
accordance with with the General Provisions. S. FORM OF CONTRACT: The contract for the oonstruction of the project will be drawn up by the Owner. A sample form of agreement is included
in the Contract Agreement Section. T. BONDS: A Performance Bond, a Labor and Material Payment Bond and a Maintenance, Bond will be required by the Owner. Sample forms have been included
in the Performance Bond, payment Bond and Maintenance Bond sections. U. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or state bank
in an amount not less than five percent (5%) of the 'total maximum bid price payable without reoourse to the Town of Addison, or a bid bond in the same amount from a reliable surety
company as a guarantee that the bidder will enter 'into a contract and execute Performance Bond within ten (10) calendar days after notice of award ofoontract to him. Such checks or
bid bonds will be returned to all except the three "i, lowest bidders within three (3) days after the opening of bids, and the remaining checks 139211920712 IB·5 
or bid bonds will be returned promptly after the Owner has made an award of contract, or, if no award has been made within thirty (30) calendar days after the date of the opening of
bids, upon demand of the bidder at any time thereafter, so long as he has not been notified of the acceptance of his bid. v. RESOLUTIONS: Ifthe bidder is a corporation, a copy of the
resolution empowering the person submitting the bid to bind the bidder must be included with the bid. W. CONSTRUcnON STAKING: Construction staking will not be provided by the Owner.
A benchmark is shown on the plans. x. FINAL PAYMENT: The general provisions for Final Payment shall be as stated in Item 1.51.4 of the North Central Texas Standard Specifications for
Public Works Construction (1983 Edition) including all Amendments and Additions. Prior to final payment the Contractor shall provide the Owner with the following items: 1. A Contractor's
Affidavit ofBills Paid in accordance with Section BP. 2. A Consent of Surely Company to Fmal Payment. 3. A complete set of as-built plans wbich indicate all construction variations from
the original construction documents in accordance with Item 5 of the Special Provisions. 4. A one (1) year Maintenance Bond in accordance with Section MB. END OF SECfION IB .• 139211920712
IB-6 
SECTION PF PROPOSAL FORM 139211920712 PF-l 
BID FORM ____-->, 19_ TO: The Honorable Mayor and City Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract documents,
and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work necessary for
completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed by: ACKNOWLEDGEMENT OF ADDENDA: The Bidder
acknowledges receipt of the following addenda: Addendum No.1 ______ Addendum No.2 ______ Addendum No.3 ______ 139211920112 . PF-2 
BID SCHEDULE A TOWN OF ADDISON, TEXAS ThITERSECTIONIMPROVEMENTSFOR ADDISON ROAD AT BELT LINE ROAD UnitItem Description Price Amount 1 1 L.S. Mobilization, bonds and insurance, complete
in place, per lump sum 1a For materials, $_-____________ Dollars __________ Cents No. lb For services, __________ Dollars ____________ Cents 2 820 L.F. Remove and dispose of existing
concrete curb and/or curb and gutter, complete in place, per linear foot 2a For materials, $ $ Dollars Cents 2b For services, $ $ Dollars Cents .• 13921/920712 PF·3 
Item No. 3 Est. Ouan. 150 Unit S.y. 3a BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Description Unit Price Amount Remove and dispose
of existing ooncrete sidewalk, complete in place, per square yard For materials, $ $ Dollars Cents 3b For services, $ $ Dollars Cents 4 800 S.y. Furnish, place and compact cement treated
base (6"), complete in place, per square yard 4a For materials, $ Dollars Cents 4b For services, $ $ Dollars Cents 139211920712 PF-4 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Unit No. Item Description Price Amount 5 710 s.y. Furnish and place 8"·3000 psi reinforced
concrete pavement, complete in place, per square yard Sa For materials, $,---$_-__________ Dollars __________ Cents Sb For services, $,---$,--_________ Dollars __________ Cents 6 1,450
S.F. Furnish and place 4"·3000 psi reinforced concrete sidewalk, complete in place, per square foot 6a For materials, $ $ .Dollars Cents 6b For services, $ $ Dollars Cents "• 13921/920712
PF·5 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Item Unit No. Description Price Amount 7 1 L.S. Furnish and place barricading, signing
and traffic handling, complete in place, per lum sum 7a For materials, $_--$,--___________ Dollars __________ Cents 7b For services, $,---$,--___________ Dollars __________ Cents 8 420
L.F. Furnish and place 6"-3000 psi concrete integral curb, complete in place, per linear foot Sa For materials, $ $ " Dollars Cents 8b For services, $ $ Dollars Cents 139211920712 PF-6

BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT UNE ROAD Item Est. Unit No. Quan. Unit Description Price Amount 9 370 L.F. Furnish and place
6"-3000 psi reinforced concrete curb and gutter, complete in place, per linear foot 9a For materials, $,--__________ Dol1ar5 __________ Cents 9b For services, $,---$,--__________ Dollars
__________ Cents 10 375 C.Y. Unclassified street excavation, including hauling and disposal, complete in place, per cubic yard lOa For materials, __________ Dollars __________ Cents
lOb For services, $_--$,--__________ Dollars __________ Cents 13921/920712 PF-7 
BID SCHEDULB A TOWN OF ADDISON, TEXAS INTERSBCTION IMPROVEMENTS FOR ADDISON ROAD AT BELT UNB ROAD Unit No. Item Description Price Amount 11 572 L.F. Furnish sawed breakout groove, complete
in place, per linear lOot lla For materials, $,--_________ Dollars _________ Cents llb For services, $_--$,--__________ Dollars __________ Cents 12 1 BA. Remove and dispose of existing
curb inlet, complete in place, per each 12a For materials, $ $ Dollars Cents 12b For services, $ $ Dollars Cents 139211920712 PF-8 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADQISON ROAD AT BELT UNE ROAD Item No. 13 13a 13b Est . .QJwb 1 Unit EA. Description Furnish and install 6' recessed
concrete curb inlet, complete in place, per each For materials, Dollars Cents ForseIVices, Dollars Cents $ $ Unit Price Amount $ 14 14a 14b 25 L.F. Furnish and install1S" reinfurced
concrete pipe (RCP), including concrete collar, complete in place, per linear foot For materials, Dollars Cents For seIVices, Dollars Cents $ $ $ $ .• 139211920712 PF·9 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Item Unit No. Description Price Amount 15 37 EA Furnish and place 4" yellow double
reflective buttons (P117Y), complete in place, per each ISa For materials, $_-__________ Dollars __________Cents 1Sb For services, $_--$_-_________ Dollars __________ Cents 16 30 EA.
Furnish and place 4" white non· reflective buttons (P-7W), complete in place, per each 16a For materials, $ Dollars Cents 16b For services, $ .,Dollars Cents 13921/920712 PF·I0 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENrS FOR ADDISON ROAD AT BELT LINE ROAD Item No. Est. Quan. Unit Description Unit Price Amount 17 7S EA. Furnish and place
4" white reflective buttons (p·I5W), complete in place, per each 17a For materials, $ $ Dollars Cents 17b For services, $ $ Dollars Cents 18 20 EA. Furnish and place 4' yellow reflective
buttons (P.1SY). complete in place, per each 18a For materials, $ $ Dollars Cents ISh For services, $ $ Dollars Cents 13921/92D712 PF·ll 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Item Unit No. Description Price Amount 19 64 EA. Furnish and place 6"x6" reflective
jiggle bars, complete in place, per each 19a For materials, $,---$,--__________ Dollars __________ Cents 19b For services, $,--______________ Dollius ____________ Cents 20 107 L.F. Furnish
and place 24" white reflective thermoplastic stripe, complete in place, per linear foot 20a For materials, $ $ Dollars Cents 20b For services, $ $ Dollars Cents 13921/920712, PF-12 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Item Unit No. Description Price Amount 21 119 L.F. Furnish and place 4" white reflective
thermoplastic stripe • . complete in place, per linear foot 21a For materials, $,---$_-__________ Dollars __________ Cents 21b For services, $,---$,--_________Dollars _________ Cents
22 Reserved 13921/920712 PF-13 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Item Unit No. Description Price Amount 23 210 S.Y. Furnish and place 3" HMAC pavement
(Type D) surface course, complete in place, per square yard 23a For materials, $_--$._-__________ Dollars __________ Cents 23b For services, $_--$,--__________ Dollars __________ Cents
24 1 L.S. Provide all traffic signal relocation! installation work including lights, loops, boxes and all appurtenances, complete in place, per lump sum 24a For materials, $_-__________
Dollars __________ Cents 24b For services, __________ Dollars __________.Cents 13921/920712 PF-14 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Item Unit No. Description Price Amount 25 3 EA. Relocate existing signs, complete in
place, per each 25a For materials, $_--$,--__________ Dollars _________ Cents 25b For services, __________ Dollars __________ Cents 26 2 BA. Relocate existing water meters, complete
in place, per each For materials, $,--__________ Dollars __________ Cents .' 26b For services, $--:....__________Dollars __________Cents 13921/920712 PF·15 
BID SCHEDULE A • TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Item Est. Unit No. Ouan. l!Di! Description Price Amount 27 1 EA. Relocate existing
fire hydrant, complete in place, per each 27a For materials, $ $ Dollars Cents 27b For services, $ $ Dollars Cents 28 18 EA. Furnish and place traffic movement pavement markings, complete
in place, per each 28a For materials, $ $ Dollars Cents 28b For services, $ Dollars Cents ,• 139211920712 PF·16 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT LINE ROAD Item No. 29 29a 29b Est. Ouan. 2 Unit EA. Description Furnish and place railroad advance
warning pavement markings, complete in place, per each For materials, ____________________ Dollan ______________ Cents For services. ___________________ Dollan ___________________ Cents
Unit Price $_-$_-Amount $,--$,--30 30a 30b 3 EA. Furnish and place concrete sidewalk barrier -free ramp, complete in place, per each For materials, Dollars Cents For services, Dollars
Cents $ $ $ 13921J920712 PF-17 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECTION IMPROVEMENTS FOR ADDISON ROAD AT BELT UNE ROAD Item No. 31 31a 31b Est. Ouan. 200 Unit S.y. Description Furnish and place Bermuda block-sodding,
complete in place, per square yard For materials, Dollars Cents For services, Dollars Cents $ $ Unit Price Amount $ $ 32 32a 32b 1 L.S. All irrigation removal, replacement, and relocation
work, complete in place, per lump sum For materials, ___________ Dollars __________ Cents For services, __________ Dollars ___________ Cents $,--$_-􀀤􀀬􀀭􀁾13921/920712 PF-18 
BID SCHEDULE A TOWN OF ADDISON, TEXAS INTERSECllON IMPROVEMENTS FOR ADDISON ROAD AT BELT UNE ROAD Item Est. Unit No. Unit Description Price Amount􀁾􀀠33 1 L.S. Furnish and install Bilco
Double Leaf Aluminum Door, complete in place, per lump sum 33a For materials, $ $ Dollars Cents 33b For services, $ $ Dollars Cents TOTAL AMOUNT BID FOR $_----MATERlALS, BID SCHEDULE,
ITEMS 1a lHROUGH 33a, INCLUSIVE TOTAL AMOUNT BID FOR $,----SERVICES, BID SCHEDULE, ITEMS 1b lHROUGH 33b, INCLUSIVE TOTAL AMOUNT BID FOR $,-----MATERlALS, AND SERVICES, BID SCHEDULE,
ITEMS 1a AND 1b lHROUGH 33a AND 33b, INCLUSIVE The completion time for this Contract is 60 calendar days. 139211920712 PF-19 
NOTES: 1. All items, labor, materials, equipment, facilities, incidentals and work required fur construction of the project are to be provided and installed by the Contractor as part
of the project and payment fur the cost of such shall be included in the price bid fur the construction of the project. 2. Prices must be shown in words and figures for each item listed
in this proposal. In the event of discrepancy, the words shall control. 3. Materials, which are "tax exempt,· are those items which are physically incorporated into the facilities constructed
for the OWNER, as set furth in the Special Provisions. Materials include, but are not limited to purchased items such as concrete, and roadbase, etc. Services, which are "not tax exempt,·
are those items which are used by the Contractor but are not physically incorporated into the OWNER's facility and/or items which are consumed by construction, as set forth in the Special
Provisions. Services include, but are not limited to, items such as supplies, tools, skill and labor, the purchase, rental or lease of equipment, etc. 1392119W712 PF-20 
________________________________________________ __ If BIDDER is: An Individual (Seal)􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(Individual's Name)
􀁤􀁯􀁭􀁧􀁢􀁵􀁭􀁮􀁾􀁾􀀠Bumness address: Phone No. A Partnership By ________________________􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭(Seal) (Firm Name) (General Partner) domg
bumness as _________________________________________________ Busmess address: Phone No. __________________________________________________􀁾􀀠13921/920712 PF·21 
A Corporation By ____________________􀁾􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭(Corporation Name) (State of Incorporation) 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀂭(Name of Person Authorized toSign) (Title) (Corporate Seal) Attest ____________--:-:::-__.,..-____________ (Secretary) Business address: Phone No. A Joint Venture By ________________________􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀂭(Name) (Address) By (Name) (Address) (Bach joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint
venture should be in the manner indicated above.) ., . 􀀺􀁾􀀧􀀺􀀠139211920712 PF-22 
SECIlON CA CONTRACT AGREEMENT ",--: 13921/920712 CA-l 
SBCfION CA AGREBMENT STATE OF TEXAS COUNTY OF DALLAS TIUS AGREEMENT is made and entered into this day of • 19-, by and between the Town of Addison, of the County of DaUas and State ofTCl<llS,
acting through its Mayor, thereunto duly authorized so to do, Party ofthe First Part, hereinafter termed the OWNER, and • of the City of 􀁾􀀭􀀺􀀭􀀭􀀺􀀺􀀭􀁾􀁟􀀭􀀾􀀧􀀠County of , State
of • Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSE1H: That for and in consideration of the payment and agreement hereinafter mentioned, to be made and performed by
the OWNER, the said CONTRACfOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as foUows: Intersection Improvements Addison Road at Belt
Line Road and aU extra work in connection therewith, under the terms as stated in the General and Specific Conditions of the AGREEMENT; and at his own proper cost and expense to furnish
aU the materials, supplies, machineI}', equipment, tools, superintendence, labor, insurance and other accessories and services necessaI)' to complete the said construction, in accordance
with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids, Instructions to Bidders, General Provisions, Special Provisions,
Plans, and other drawings and printed or written explanatoI}' matter thereof, and the Techuical Specifications and Addenda thereto, as prepared by the OWNER, each of which has been identified
by the endorsement of the CONTRACfOR and the OWNER thereon, together with the CONTRACfOR's written Proposal and the General Provisions, aU of which are made a 􀁰􀁡􀁾􀀠hereof and coUectively
evidence and constitute the entire AGREBMENT. " The CONTRACTOR hereby agrees to commence work within five (5) calendar days after the date of written notice to do so shaD have been given
to him, and to substantiaUy complete the work within 60 calendar days after he commences work, subject to such extensions oftime as are provided by the General Provisions. . . The OWNER
agrees to pay the CONTRACfOR $ in current funds for the performance of the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided
in the General Provisions, and to make payments of account thereof as provided therein. 139211\l20712 CA-2 . , 􀁾􀀺􀀺􀀠
IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON A'ITEST: (OWNER) By: City Secretary Party of the
Second Part (CONTRACfOR) ATTEST: By: The following to be executed if the CONTRAcroR is a corporation: I, ___________-', certify that I am the secretary of the corporation named as CONTRAcroR
herein; that ___________-" who signed this Conlraet on behalf of the CONTRACfOR is the of said corporation; that said (official title) Conlraet was duly signed for and in behalf of said
corporation by authority of its governing body,. and is within the scope ofits corporate powers. Signed: Corporate Seal 􀁾􀀻􀀧􀀺􀀠13921/920712 CA·3 
SECTION PrB PERFORMANCE BOND 139211920712 PrB-l 
SECTION PrB PERFORMANCE BOND STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed: PRINCIPAL: SURETY: PENAL SUM OF BOND (express in words and figures): ____________ DATE OF CONTRACT: KNOW
All.. MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto the Town ofAddison, Texas, hereinafter called the OWNER, in the penal sum of the
amount stated above, for the payment ofwhich sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these
presents. THE CONDITIONS OF THIS OBUGATION ARE SUCH that, whereas the PRINCIPAL entered into a certain Contract with the OWNER, numbered and dated as shown above an!! attached hereto;
. NOW THEREFORE, if the PRINCIPAL shall well and truly perform and fulfill all the· undertakings. covenants, tellllll, conditions and agreements of said Contract during the original
term of said Contract and any extension thereof that may be granted by the OWNER, with or without notice to the SURETY, and during the life of any guaranty required under the Contract,
and shall also well and truly perform and fuJfiJl all the undertakings, covenants, terms, conditions . , and agreements of any and all duly authorized modifications of said Contract
that may hereatler be made, notice of which modifications of said SURETY being hereby waived, then this j ';"obligation to be void, otherwise in full force and virtue. 13921/920712 PrB-2

IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL CONTRACTOR By: __________________________ Ad&ess:
_______________________􀁷􀁾􀁓_____________ SEAL AlTEST: SURETY By: ________________________ Ad&ess: Title: _________ (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE
PRINCIPAL I. ' certiJY that I am the secretary of the corporation named as .. PRINCIPAL in the within bond that . who signed the said bond on behalf of the PRINCIPAL, is the ofsaid corporation;
that I knOW his signature. and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing
body. (Corporate Seal) 139211920712 PrB-3 
SECTION PyB PAYMENT BOND 139211920712 PyB-l 
SECTION PyB PAYMENT BOND STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed: PRINCIPAL: SURETY: _________________________________________________ PENAL SUM OF BOND (express in words
and figures): DATE OF CONTRACT: KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly bound unto the Town ofAddison, Texas, hereinafter c.alIed
the OWNER, in the penal sum of the amount stated above, for the payment of which sum well and truly to be made. we bind ourselves, our heirs, executors, administrators and successors.
jointly and severally. firmly by these presents. THE CONDmONS OF THIS OBLIGATION ARE SUCH that. whereas the PRINCIPAL' entered into a certain Contract with the OWNER, numbered and dated
as shown above an" attached hereto; NOW THEREFORE, if the PRINCIPAL shall promptly make payment to all persons supplying labor and materials in the prosecution of the work provided for
in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the SURETY being hereby waived, then this
obligation to be void, otherwiSe to remain in full force and virtue. 13921f920712 PyB-2 
____________________ __ IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal
of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its gnverning body. SEAL CONTRACTOR By: 􀁁􀁤􀁭􀁥􀁾􀀺􀀠_________
_____________􀁾􀁅􀁓􀁓______________ SEAL ATTEST: SURETY By: 􀁁􀁤􀁭􀁥􀁾􀀺􀀠Title: _________________ (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, . certiJY
that I am the secretary of the corporation named as"" PRINCIPAL in the within bond that . who signed the said bond on behalf of the PRINCIPAL, is the of said corporation; that I know
his" signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested fur and in behalf of said corporation by authority of its governing body.
(Corporate Seal) 139211!12071Z PyB-3 
SECTION MB MAINTENANCE BOND 13921/920712 MB-l 
SECTION MB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That _________________________________ asprincipMand ________________ _______􀁾____________'. a corporation organized under
the laws of_________ and as sureties, said sureties being authorized to do business in the State ofTexas, do hereby expressly acknOwledge themselves to be held and bound to pay unto
the Town of Addison, a municipal corporation, chartered by virtue of a Special Act of Legislature of the State of TeltllS, as Addison, Dallas County, Texas, the sum of ($ ) for the payment
of which sum will and truly to be made unto said Town of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and
severally. This obligation is conditioned, however, that whereas said has this day entered into a written contract with the said Town ofAddison to build and construct the 139211920712
MB-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
fOr a period of one (1) year from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perform
all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the said Contractor
in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account of improper excavation
or backfilling; it being understood that the purpose of this section is to cover all defective conditinns arising by reason of defective materials, work or labor perfOrmed by the said
Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said Contractor and
sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract fOr each day's failure on its part to comply
with the terms of the said provisions of said contract; NOW THEREFORE, if the said Contractor shall keep and perfOrm its said agreement to maintain said work and keep the same in repair
for the said maintenance period ofone (1) year, as provided, then these presents shall be null and void and have no further effect; but if default shall be made by the said Contractor
in the perfOrmance ofits contract to so maintain and repair said work, then these presents shall have full fOrce and effect, and said Town of Addison shall have and recover from the
Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing one against the principal and sureties
hereon and that successive recoveries may be had hereon fur successive_ branches until the full amount shall have been exhausted; and it is further understood that the' obligation herein
to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during-saidtime. 13921/920712
MB·3 
IN WITNESS WHEREOF, the said _..,-________has caused these presents to be executed by _________ and the said ___________ has hereunto set his hand this the __ day of _____-', 19_. SURETY
PRINCIPAL By: By: Attorney in Fact AITBST By: Surety Secretary Agency and Address NOTE; Date of Maintenance Bond must not be prior to date of Contract. 13921./920712 MB-4 
SECTIONBP CONTRACTOR'S AFFIDAVIT OF BILLS PAID 139211920712 BP-t 
SBCflON BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared ____...... who, being duly sworn,
on oath, says that he is a legal representative of (full name of Contractor as in contract) and that the contract for the construction of the project, designated as (Project No.) has
been satisfactorily completed and that all bills for materials, apparatus, fixtures, machinery and labor used in connection with the construction of this project have, to the best of
my knowledge and 􀁢􀁥􀁬􀁩􀁥􀁾􀀠been fully paid. Signature TItle Sworn to and subscnoed before me this __ day of ____.....' 19_. Notary Public in and for __________ County, Texas 13921/920712
BP-2 
Instructions: Ifthe contractor is an individual, he shall sign the affidavit. Ifthe contractor is a partnership. any partner may sign the affidavit. Ifthe contractor is a corporation,
a person authorized by the bylaws or by the Board of Directors shall sign the affidavit. Ifthe Contractor is a joint-venture of individuals, any of the individuals may sign the affidavit.
Ifthe Contractor is a joint-venture of partnerships. or of individuals and partnerships. the affidavit may be signed by the individual or any partner of any partnership. Ifthe contractor
is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and one by each individual or partnership.
Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit. 13921/920712 BP-3 
SECTION GP GENERAL PROVISIONS 13921/920712 GP-l 
GENERAL PROVISIONS 1. The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works Construction, North Central Texas Council of Governments
(1983), under Part I, "General Provisions,' Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. . • 139211920712 GP-2 
SECTION SP SPECIAL PROVISIONS I 13921t92ll712 SP-lI 
• • SECTION SP SPECIAL PROVISIONS 1. OWNER The Town of Addison, herein referred to as Owner, party of the First Part of these Contract Documents. 2. ENGINEER Espey, Huston & Associates,
Inc., Engineer of the Owner. or other representative as may be authorized by said Owner to act in any particular position. 3. FORMS. PLANS AND SPECIFICATIONS Forms of Proposal. Contract,
Bonds and Plans may be obtained from the office of Mr. Clyde Johnson. Purchasing Agent, Finance Building, 5350 Bellline Road, Addison, Texas. 4. COPIES OF PLANS FURNISHED Three (3) sets
ofPlans shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies may be obtained at cost of reproduction upon request. 5. PRODUCT RECORD DOCUMENTS
Maintenance ofDocuments. The Contractor shall maintain at the job site one record copy of the Contract Drawings, Specifications, Shop Drawings, Change Orders, other modification to the
Contract, field test records and other documents submitted by Contractor in compliance with with specification requirements. These documents shall be maintained at the job site apart
from documents used for construction. These documents are not be used for construction purposes. The documents shall be maintained in clean, legible condition. The documents shall be
made available at all times for inspection by the Owner. Recording. Each document shall be labeled Project Record Copy in 2-inch high printed letters. The record documents shall be kept
current. No work shall be covered until required information has been recorded. Contract Drawings. The appropriate drawing shall be legibly marked to record, where applicable: Horirontal
and vertical location of underground utilities and appurtenanC{}S referenced to permanent surface improvements. 'f, 1392lJ920712 SP-2 
Field changes of dimension and detail made during construction process. Changes made by Change Order or Supplemental Agreement. Details not on original Contract Drawings. Manufacturer,
trade name, catalog number and supplier of each product and item of equipment actually installed. Changes made by Change Order or Supplemental Agreement. Other matters not originally
specified. Shop Drawings. The Contractor shall maintain the Shop Drawings as record drawings and legt'bly annotate shop drawings to record changes made after review. A red felt-tip marking
pen shall be used for all recording. Submittal. At the completion of the project, the Contractor shall deliver record drawings to the Owner. The transmittal letter shall be accompauied,
in duplicate, with: Date, project title and number. Contractor's name and address. Title and number of each record document. Certification that each document as submitted is complete
and accurate. Signature of Contractor or his authorized representative. 6. HORIZONTAL AND VERTICAL SURVEY CONTROL The Contractor shall provide horimntal and vertical survey control for
this project. 7. PERMITS. LICENSES. AND REGULATIONS Permits and licenses ofa temporary nature necessary fur the prosecution of the Work shall be secured and paid fur by the Contractor.
Permits, licenses and easements fur permanent' structures or permanent changes in existing facilities shall be secured and paid fur by the Owner, unless otherwise specified. If the Contractor
observes that the Drawings: and Specifications are at variance therewith, he shall promptly notifY the Engineer in writing, and any necessary changes shall be adjusted as provided in
the Contract for changes in Work. The Contractor shall comply with all federal, state and local laws, rules and regulations ofevery kind and nature applicable to the performance of its
Work hereunder, and shall hold the Owner harmless therefrom. 139211920712 SP-3 
8. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by others, such are hereby made a part of tbese SPecifications. 9. REVIEW OF WORK The Owner shall have
the right to review the Work while such Work is in progress to ascertain that tbe Work is being accomplished in compliance witb tbe standards and requirements set forth in the Contract
Documents. It is also contemplated that similar review will be conducted by governmental inspectors. Notwitbstanding such review, the Contractor will be held responsible for the finished
Work, and any acceptance of the Work by tbe Owner or governmental agencies will not relieve tbe Contractor from responsibility for tbe Work. The Owner reserves the right to place full-time
construction observers at the site of tbe Work. The Owner and his representatives shall at all times have access to tbe WOTk whenever it is in preparation or progress, and tbe Contractor
shall provide proper facilities for such access, and for review. If tbe Specifications, the Owner's instructions, laws, ordinances, or any public autbority require any Work to be specially
tested, tbe Contractor shall give tbe Owner timely notice of its readiness for testing, and if tbe testing is by an authority other tban the Owner, of tbe date fixed for such testing.
Tests by the Owner shall be made promptly, and where practicable at the source of supply. Re-examination of any Work may be ordered by tbe Owner, and, ifso ordered, tbe Work must be
uncovered by the Contractor. Ifsuch Work is found to be in accordance with tbe Contract Documents, tbe Owner shall pay the cost of re-examination and replacement. If such Work is not
in accordance with the Contract Documents, the Contractor shall pay such cost. 10. SCOPE OF WORK The Work for this Project consists of furnishing all materials, labor, equipment, tools
an4 incidentals necessary to construct, in accordance witb the Plans and Specifications, tbe. proposed intersection improvements for Addison Road at Belt Line Road. 11. PROPERTY LINES
AND MONUMENTS All property comers, control monumentations, construction and survey stakes and marks shan be carefully preserved by tbe Contractor, and in case of careless destructioll
or removal by Contractor or his employees, such stakes or marks shall be replaced at the Contractor's expense as required by tbe Owner. 139211920712 SP-4 
12. DISCREPANCIES If the Contractor, in the· course of the Work, finds any discrepancy between the Contract Documents and the physical conditions of the locality, or any errors or omissions
in drawings or in the layout as given by survey points and instructions, or if it appears that any Plan, Specification or other Contract Document is or may be not in compliance with
any building rode or other requirement of any governmental body, he shall immediately inform the Owner in writing. and the Owner shall promptly verilY the same. Any Work done after such
discovery, until authorized, will be done at the Contractor's risk. 13. TIME ALLOTrED FOR COMPLETION All items of Work included under these contracts shall be completed within. the time
stipulated in the Proposal. The time shall commence on the date specified in the Notice to Proceed. The Notice to Proceed shall consist of a written request by the Owner for the Contractor
to proceed with construction of the Project. 14. EXISTING STRUCTIJRBS The P1ans show the location of all known surfuce and subsurface structures. However, the Owner assumes no respoUSloility
for failure .to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient
basis for claims for additional compensation or extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate
changes in the lines or grades, or require. the building ofspecial work, provisions for which are not made in the Plans and Proposal, in which case the provisions in these Specifications
for extra work shall apply. 15. EXISTING UTILITIES AND SERVICE LINES The Contractor shall contact all the utility companles which have facilities in the vicinlty of the proposed improvements
to confirm the horizontal and vertical locations of their respective facilities prior to commencing work. Where a conflict with the proposed improvements is encountered, the Contractor
shall notilY the Engineer immediately prior to proceeding with the work. <, The Contractor shall be responsible for the protection of all existing utilities or service lines crossed
or exposed by his construction operation. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace the utilities or service lines with the same
type of original construction, or better, at his own cost and expense.. All replacement, backfill and compaction shall be accomplished in strict accordance with the requirements of the
owner of the utility or service line. ,. -.; 13921/920712 SP-5 
16. PUBLIC UTILITIES AND O'IHER PROPERTY TO BE CHANGED In case it is necessary to change or move the property of any owner or of a public utility. such property shall not be moved or
interfered with until authorized by the utility company and approved by the Owner. The right is reserved to the owner ofpublic utilities to enter upon the limits of the Project for the
purpose of making such changes or repairs of this contract. 17. LIGHTS AND POWER The Contractor shall provide, at his own expense, temporary lighting and power facilities required for
the proper execution of the Work. 18. PERMITS AND RIGHTS·OF·WAY The Owner will provide rights-<>f·way for the purpose of construction without cost to the Contractor by securing permits
in areas of public dedication or by obtaining easements across privately-owned property. It shall be the respollS1oility of the Contractor, prior to the initiation ofconstruction on
easements through private property. to inform the property owner of his intent to begin construction. Before beginning construction in areas ofpublic dedication. the Contractor shall
inform the agency having jurisdiction in the area forty· eight (48) hours prior to initiation of the Work. The Contractor shall obtain a right-of-way permit from the Town of Addison.
19. PRBCONSTRUCTION CONFERENCE The successful Contractor(s) and Owner shall meet at the call of the Owner on this Project. Prior to the meeting. the Contractor(s) shall prepare schedules
showing the sequencing and progress of their work and its effect on others. These schedules shall be delivered to the Owner in advance of the meeting for his review. The general nature
of the work, materials used, and methods of construction as well as the schedules will be discussed at the meeting. A final composite schedule will be prepared during this conference
to allow an orderly sequence of project construction. 20. ADDENDA Bidders desiring further information, or interpretation ofthe Plans and Specifications. must make written request for
such information to the Engineer (prior to forty-eight (48) hours· before the Bid opening). Answers to all such requesll! will be given in writing to all Bidders in addendum form and
all addenda will be bound with and made a part of the Contract Documents. No other explanation or interpretation will be considered officiill or binding. Should a Bidder find discrepancies
in. or omissions from, the Plans, Specifications or Contract Documents, or should he be in doubt as to their meaning, he shall at once notify the Engineer in writing in order that a
written addendum may be sent to all Bidders.. 139211920712 SP·6-j 
21. WATER FOR CONSTRUCTION The Contractor shall make the necessary arrangements with the Town of Addison for securing and transporting all water required in the construction, including
water required for mixing ofconcrete, sprinkling, testing or flushing. Water required for construction shall be paid for by the Contractor at the Town of Addison prevailing rates. There
will be no separate pay item for connection into the existing water system and quantity of water required for construction purposes. 22. EXCAVATION The Contractor shall exercise precautions
to insure that drainage from adjacent properties is not blocked by his excavations. 23. CONTRACTOR's BID The Contractor's Bid shall be on a Unit Price basis for construction of the Project
as shown on the Plans and described in the Specifications. 24. OWNER'S STATUS The Owner shall perform technical review of the Work. He shall also have authority to reject all Work and
materials which do not conform to the Contract and to decide questions which arise in the execution of the Work. 25. OWNER'S DECISIONS The Owner shall, within a reasonable time after
their presentation to him, make decisions in writing on all claims of the Contractor and on all other matters relating to the execution and progress of the Work or the interpretation
of the Contract Documents. 26. LANDS FOR WORK The Owner shall provide as indicated on the Plans for this Project, the lands upon which the Work under this Contract is to be done, right-of-way
for access to same, and such other lands which are designated on the Plans or in the Specifications for the use of the Contractor. Such lands and rights-of-way shall be adequate fur
the performance of the Contract. Should the Contractor be delayed as the result of lack of access, this shall be cause for an extension of time but not for additional cost. The Contractor
shall provide at his own expense and without liability to the Owner any additional land and access thereto that may be required for temporary construction facilities. 139211920712 SP-7
 27. CLEANING UP The Contractor shall remove at his own expense all temporary structures, rubbish and waste materials resulting from his operations. These requirements shall not apply
to property used for permanent disposal of rubbish or waste materials in accordance with permission of such disposal granted to the Contractor by the Owner thereof. 28. LIOUIDATED DAMAGES
FOR DELAY BY CONTRACTOR The time of completion is of the essence in this contract. For each calendar day that any Work shall remain incompleted after the time specified in paragraph
38, liquidated damages shall be deducted from the monies due the Contractor in the amount of $100.00 per day. 29. USE OF EXPLOSIVES Use of explosives will not be allowed. 30. PROJECT
MAINTENANCE The Contractor shall maintain, and keepin good repair, the improvements covered by these Plans and Specifications during the life of his contract. 31. DISPOSAL OF WASTE AND SURPLUS EXCAVATION All asphalt, concrete, rock or
excavated material, or other debris removed from the site as a preliminary to the construction shall be removed from the property. Any required disposal permits shall be the sole responSIbility
of the Contractor. 32. REMOVALS. ADJUSTMENTS AND REPLACEMENTS Existing pavements, driveways, curbs, gutters, sidwalks, etc., to be removed to facilitate the construction of the improvements
shall be broken up and disposed of. Care shall be exercised to leave a neat, uniform edge or joint at the excavation limits or sections removed where only portions are to be removed.
The Owner will designate the limits 􀁴􀁾􀀠be removed Where pavements, driveways, curbs, gutters, sidewalks, etc., shall be replaced, then said replacements shall be to the standard of
the previously removed portion or better. Existing structures such as manholes, inlets, cleanouts, valve boxes, etc. which are not the property of a private firm or company, or an individual
required to move their' own property, shall be adjusted, altered or reset to the requirement elevation and alignment. New materials and workmanship necessary shall conform to the requirements
of these Specifications covering the particular Work. Salvaged materials in good condition may b,e used in rebuilding such structures, provided the materials are thoroughly cleaned before
ti their use. 139211920712 SP-8 
All private obstruction whicb are indicated on the Plans to be moved, will be removed and replaced, or moved to new permanent locations by the Contractor, without additional payment
to the. Contractor. Any such additional item which the Contractor moves or causes to be moved for his own convenience shall be at his own expense. 33. TOWN OF ADDISON APPROVAL This project
is subject to final approval and acceptance by Town of Addison. 34. TRAFFIC CONTROL The Contractor shall be responsible for providing traffic control during the construction of this
Project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State ofTexas
Uniform Act Regulating Traffic on Highways', codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. '1:7, 29, 30 and 31. The Contractor will not remove
any regulatory sign, instructional sign. street name sign, or other sign which has been erected by by the City. If it is determined that a sign must be removed to permit required construction,
the Contractor shall contact the Town of Addison to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the
requirements of the abovereferenced manual, and such a temporary sign must be installed prior to the removal of the existing sign. . 35. CERTIFICATION The Contractor shall submit a manufacturer's
certification that the material was manufactured and tested in accordance with the referenced Specifications and a report of test results. The certification shall be submitted prior
to material shipment. ," 36. FINAL ACCEPTANCE OF WORK Final acceptance of the Work is subject to final testing and approval of the Work by the Town of Addison. 37. WORK AREA Contractor
shall restrict his construction activity to the project site. 38. CONTRACT TIME It is the Owner's desire to have the project completed and operational in as short a time as possible.
possible. The number ofcalendar days for completion of the project will begin with the date specified in the Notice to Proceed. In no instance shall the number ofcalendar days for the
completion of the Work measured from the proposed date of beginning exceed 60 calendar days, . 13921/920712 SP-9 
. i 39. CONTRACTOR'S AFFIDAVIT OF BILLS PAID The Contractor shall be required to execute the form provided in Section BP prior to the acceptance of the project. 40. PAY ITEMS Pay items
provided are intended to be aD-inclusive of the work required on this project. Work required by the plans or specifications but not provided with a specific pay item shall be considered
incidental to other items of work. 41. SAMPLES AND TESTS OF MATERIALS ModilY the General Provisions, Section GP 5.16, Samples and Tests of Materials. "The Contractor shall designate
and pay a recognized testing laboratory to perform all testing and concrete design for this project. Such designation shaD be subject to the approval of the Engineer. All testing services
that the Contractor is required to provide wiD not be paid for separately, but shall be considered subsidiary to other items of work. "All samples and tests shall be performed in accordance
with the Standard Specifications for Public Works Construction, North Central Texas Council Council of Govermnents (1983) as amended or supplemented." 42. CONSTRUCTION STAKING Construction
staking wiD not be provided by the Owner. . , 13921/920712 SP-10 . 􀀺􀀮􀁾􀀠
SECTION T TECHNICAL SPECIFICATIONS 139211920712 T-l 
SECTION T TECHNICAL SPECIFICATIONS I I I. GENERAL A. AIl materials and construction methods for this project shall be in conformance with Town of Addison standards and specifications
and the North Central Texas Council of Governments "Standard Specifications for Public Works Construction" (1983). as amended or supplemented. Where conflicts exist, Town of Addison
standards and specifications shall govern. II. SUPPLEMENTAL STANDARDS A AIl materials and construction methods for the traffic signal installation and relocation work shall be in conformance
with Town of Addison standards and specifications and the Texas Department of Transportation -1982 Standard Specifications for Construction of Highways, Streets and Bridges. Where conflict
exists. Town of Addison standards and specifications shall govern. 139211920712 T-2 
SECTIONCfB CEMENT TREAlED BASE '::.' 13912J920712 CfB-l 
SECTIONCfB CEMENT TREATED BASE 1.0 GENERAL 1.1 Description Cement Treated Base (CfB) shall consist of aggregate, cement and water uniformly mixed in a central plant, transported to the
project, spread, compacted, shaped, finished, and cured in accordance with these specifications. It shall conform to the lines, grades, thicknesses and typical cross-section shown on
the plans. 2.0 MATERIALS 2.1 Cement Cement shall comply with the latest specifications for Portland cement-ASTM C 150 (IYpe I) Or Portland-ASTM C S9S (IYpe IP). 2.2 Water Water shall
be free from substances deleterious to the hardening of the Cement Treated Base. 2.3 􀁾􀁧􀁡􀁴􀁥􀀠The aggregate may be any granular material or combinations of aggregates that will, when
mixed with adequate amounts of cement and water, produce laboratory mix design Unconfined Compression Test strengths as specified in paragraph 2.5 in accordance with ASTM D 1633 Method
"N. The preceding tests will utilize the Moisture-Density Relation as determined by ASTM D-558; AASHTO T·I34. The aggregate size shall meet the requirements of Texas State Department
of Highways and Public Transportation 1982 Standard Specifications of Highways, Streets and Bridges, "Item 274.2(3) Cement Stabilized Base • Base Materia1s." 2.4 Laboratory Mix Design
Test resalts shall be submitted by the supplier of the CfB material to the Engineer/Architect for approval. 2.5 Strength Requirements The unconfined compressive strengths required for
the CfB material will be as follows: 2.5.1 Class A CfB; 400 psi -seven days 13912m0712 CfB-2 
3.0 EQUIPMENT 3.1 Description Cement Treated Base may be constructed with any combination of machines or equipment that will produce the results meeting these specifications. 4.0 CONSTRUcnON
METHODS 4.1 Preparation Before other construction operations are begun, the area to be paved shall be graded and shaped as required to receive the Cement Treated Base in conformance
with the grades, lines, thicknesses and typical cross·section shown on the plans. Unsuitable subgrade soil or material shall be removed and replaced with acceptable soil. The subgrade
shall be firm and able to support without displacement of the construction equipment and the compaction hereinafter specified. Soft or yielding subgrade shall be corrected and made stable
before construction proceeds. 4.2 Central Mixing Plant The aggregate, cement and water shall be mixed in a pug mill as approved by the Engineer/Architect. The plant shall be equipped
with feed and metering devices that will add the aggregate, cement and water into the mixer in in the specified quantities to produce a mixture that will meet or exceed the mix design
criteria as stated above. The aggregate and cement shall be mixed sufficiently to prevent cement balls from forming when the mix water is added. The mixing time shall be sufficient to
assure an intimate, uniform mixture of aggregate, cement and water. The percentage of moisture in the aggregate, at the time of cement application shall be the amount that assures a
uniform and intimate mixture of aggregate and cement during mixing operations. It shall not exceed the specified moisture content required for adequate compaction. Free access to the
plant shall be provided to the Engineer/Architect, his inspector and his desigaated Commercial Testing Laboratory for construction quality control. The mixture shall be hauled to the
paving area in trucks having beds cleaned of deleterious 􀁭􀁡􀁴􀁥􀁾􀀮􀀠4.3 Placement and Compaction The mixture shall be placed on a moistened subgrade in a uniform layer by any approved
method of spreading that will deposit the required quantity per lineal foot, without segregation, to produce a uniforntly compacted base conforming to the grade and-cross· section. Not
more than 30 minutes shall elapse between placement of CTB in adjacent lanes at any location except at longitUdinal and transverse construction joints. No CTB mixture shall be placed
when the subgrade is frozen or when the air temperature is less than 40" F in the shade. The Engineer/Architect may allow placement when the temperature is 35° F and clearly rising.
13912t920712 CTB·3 
Compaction shall start as soon as possible after spreading. The elapsed time between the . addition of water to the em mixture and the start of compaction shall not exceed 60 minutes
under normal conditions. The Engineer! Architect may alter this time if environmental conditions, such as temperature, humidity or wind conditions would justlfy such a change. Laboratory
tests may be required to verify changes in compaction time limits. At the start of compaction, the percentage of moisture in the mixture shall not be more than one percentage point below
or two percentage points above the specified optimum moisture content, and shall be less than that quantity which will cause the Cement Treated Base mixture to become unstable during
compaction and finishing. The specified optimum moisture content and density shall be determined in the field by a MoistureDensity Test, AASHTO T 134 or ASI'M D S58, on representative
samples of Cement Treated Base mixture obtained from the area prior to compaction. Prior to compaction, the mixture shall be in a loose condition for its full depth. The loose mixture
shall then be compacted uniformly to the specified density. During compaction operations, initial shaping may be required to obtain uniform compaction and required grade and crosssection.
4.4 Finishing When initial compaction is completed, the surface of the Cement Treated Base shall be shaped to the required lines, grades and cross-section. The moisture content of the
surface material shall be maintained at not less than its specified optimum moisture content during finishing operations. ]f any reshaping of the surface is necessary, it shall be lightly
scarified to remove any compaction planes, scales or smooth surfaces left by equipment. Final compaction shall then be continued until uniform and adequate density is obtained. The em
shall be uniformly compacted to a minimum of 96% of maximum density. Compaction and finishing shall be done in such a manner as to produce, in not longer than two hours, a smooth, dense
surface surface free of compaction planes, cracks, ridges, or loose material. 4.5 Cutting After the em has been finished as specified herein, it shall be protected against drying for
seven days by the application of a bituminous prime coat, or other acceptable methods. The finished em shall be kept continually moist until the curing material has been placed. The
curing material shall be applied as soon as possible, but not later than at the end of each day's construction. . ]f the bituminous cure is used: 13912,920712 em4 
4.S.1 Curing, Bituminous Prime Coat At the time the bituminous prime coat is applied, the Cement Treated Base surface shaD be dense, shaD be free of aD loose and extraneous material
and shaD contain sufficient moisture to prevent excessive penetration of the bituminous material. The bituminous prime coat specified shaD be uniformly applied to the surface of the
completed Cement Treated Base at the rate of approximately 0.1 gallons per square yard with approved heating and distn"buting equipment. The exact rate and temperature of application
for complete coverage without excessive runoff wiD be approved by the Engineer/Architect. Should it be necessary for construction equipment or other traffic to use tbe bituminouscovered
surface before the bituminous prime coat has cured sufficiently to prevent ·pick. ups", sufficient granular cover shaD be applied before such use. The curing material shaD be maintained
by the contractor during the seven day protection period so that aD of the Cement Treated Base wiD be covered effectively during this period. Finished portions of Cement Treated Base
that are traveled on by equipment used in constructing an adjoining section shaD be protected in such a manner as to prevent equipment from marriog or damaging completed work. Cement
Treated Base shaD be protected for three days after its construction and until it has hardened. 4.5.2 Curing, Other Metbods If curing is achieved by methods other than Bituminous Prime
Coat, the Engineer/Architect must approve and curing must be performed in accordance witb manufacturer's recommendations. 4.6 Construction Joints At the end of each day's construction
a transverse construction joint shaD be formed by cutting back into the completed work to form a fuD depth vertical face. Cement Treated Base for large, wide areas shaD be built in a
series of parallel lanes of convenient length and width meeting the approval of the Engineer/Architect. LongitUdinal joints shaD be formed at the edge of each day's construction by cutting
back into the completed work to form a fuU depth vertical face free of loose or shattered materials. 4.7 Traffic Completed portions of Cement Treated Base may be opened immediately to
light traffic and to construction equipment provided the curing material or surface is not impaired as specified in 4.5. The section may be opened to aD traffic after the three day curing'period
provided the Cement Treated Base has hardened sufficiently to prevent marriog or distorting of the surface by equipment or traffic. ' 1391:vn0712 ern·s 
4.8 Maintenance The contractor shall be required within the limits of his contract to maintain the Cement Treated Base in good condition until all work has been completed and accepted.
Maintenance shall include immediate repairs of any defects that may occur. This work shall be done by the contractor at his own expense and repeated as often as may be necessary to keep
the area continuously intact. Fanlty work shall be corrected. Any low areas shail be remedied by replacing the material for the fnll depth of treatment rather than by adding a thin layer
of Cement Treated Base to the completed work. 5.0 CONSTRUCTION QUALITY CONTROL PROGRAM To insure that the construction phase of the Cement Treated Base is in accordance with the provisions
of these specifications, the following quality control testing program will be performed by a testing laboratory retained by the Contractor and approved by the Engineer/Architect. 5.1
Establish the field moisture density curve in accordance with ASTM D 558 or AASHTO T 134 (Standard Compactive Effort). The results of this test performed on representative samples of
CTB obtained from the area being processed at a time of about midway through the initial compaction phase will establish the optimum moisture content to be incorporated at the central
mixing plant and the maximum density will serve as a basis for establishing the density for acceptance. 5.2 The Field-Density of the compacted CTB mixture shall be determined by any
of the following: (1) Nuclear Method ASTM D 2922, (2) Sand Cone Method ASTM D 1556, (3) Water Balloon Method ASTM D 2167. 5.3 Where strength of Cement Treated Base material is specified,
compliance shall be determined by testing a set of three unconfined cylinders molded from a representative sample of uncompacted Cement Treated Base material taken within one hour from
the addition of mixing water to the Cement Treated Base material. Strengths of Cement Treated Base material shall be determined by compressive tests at seven (7) days ,in accordance
with ASTM D D 1833, Paragraph 5, "Test Specimens." Paragraph 5.1.1. Method A specifies mold size, Specimens will be molded in accordance with ASTM D S58 MethodB. . 5.4 Visual inspection
of loose and compacted thickness of the C'TB layer will be included in the report as well as observations on surface scaling, construction joints and curing. 6.0 MEASUREMENTS AND BASIS
OF PAYMENT 6.1 Measurements This work will be measured in square yards of completed and accepted Cement Treated Base course. ,• 13912m0712 CTB-6 
6.2 Basis of Payment This work will be paid for at the contract unit price per square yard of completed and accepted Cement Treated Base course. Contract unit prices will be full payment
for furnishing all materials, equipment, tools, labor; and incidentals necessary to complete the work and to carty out the maintenance provisions in these specifications. No allowances
will be made for any materials used or work done outside the lines established by the Engineer! Architect unless approved in writing prior to the work. END OF SECTION 13912J920712 CfB·7

PROPOSED SPECIFICATION VEHICLE DETECTOR LOOP WIRE SEALANT 1.0 SCOPE , 1.1 This specification describes the minimum deSign, installation and functional performance requirements of a flexible
traffic loop wire encapsulant intended for sealing and protecting vehicle detector loop wires installed in sawcuts 1/4" to 3/8" wide and 1 1/2" to 2 lIZ" deep. 1.2 The encapsulant ,is
intended to provide compressive yield strength to withstand normal vehicular traffic as well as sufficient flexibility to withstand normal movement in asphaltic and concrete pavements,
while protecting the loop wire from moisture penetration, fracture and shear. ' Z.O GENERAL 2.1 The encapsulant shall be a one-part elastomeric compound requiring no measuring or application
of heat prior to or during its installation. mixing, 2.2 The encapsulant shall. within its stated shelf life in original undamaged packaging, cure only in the presence of moisture. The
rate of cure will, therefore, depend upon temperature and relative humidity at the time time of installation. Cool, dry weather will slow curing whereas warm, humid 􀁷􀁥􀁡􀁴􀁨􀁾􀁲􀀠will
accelerate curing. 2.3 The encapsulant shall be designed to enable vehicular traffic to pass 􀁯􀁾􀁥􀁲􀀠the properly filled sawcut immediately after installation without tracking or stringing
of the material. The encapsulant shall form a surfacp. skin allowing exposure to vehicular traffic within 30 minutes at 75°F and completely cure, to tough, rubber-like consistency in
two (2) to seven (7) days after installation. 
2.4 Properly 􀁩􀁾􀁳􀁴􀁡􀁬􀁬􀁥􀁤􀀠and cured encapsulant shall exhibit resistance to effects of weather, .ehicular 􀁾􀁢􀁲􀁡􀁳􀁩􀁯􀁮􀀬􀀠motor oils, gasoline, antifreeze solution, brake
fluid, deicing chemicals and salt normally encountered, in such a manner that the performance of the vehicle detector loop wire is not adversely affected. , 2.5 The cured encapsulant
shall be temperature stahle 􀁡􀁾􀁤􀀠exhibit no degradation in performance throughout the ambient temperature ranges experienced within the continental United States, Alaska, Hawaii and
Puerto Rico. The encapsulant shall exhibit minimal shrinkage during or after its installation, and in no manner affect the performance characteristics of the material. The 􀁾􀁮􀁣􀁡􀁰􀁳􀁵􀁬􀁡􀁮􀁴􀀠sha
ll be designed to permit clean-up of material and application equ10ment with non-flammable solvents such as 1,l,l.trichloroethane or 􀁓􀁣􀁯􀀮􀁣􀁨􀁾􀁇􀁲􀁩􀁰􀀠Brand Solvent No.4 (prior
to curing of encapsulant). Should any encapsulant material be allowed to cure in the application nozzle, it shall be able to be pulled out as a solid plug. 􀁴􀁾􀀮􀁾􀀠 The encapsulant
shall have a minimum shelf-life in undamaged original containers when stored in a cool, dry environment as follows: 9 months after receipt when packaged in one quart cartridges. 12 months
after receipt when packaged in 5-U.S. gallon pails. The 5-U.S. gallon pails shall contain 4.5 U.S. gallons of encapsulant in order to permit application by commercially available pumps.
,9 The encapsulant shall be designed for roadway installation when the surface temperature is between 40 degrees F and 140 degrees F. : 0 PHYSICAL PROPERTIES 3.1 The encapsulant shall
have the following physical properties in its uncured and cured states. 
r 3.1.1 Physical properties of the uncured (wet) encapsulant: r Property Requirement Test Procedure r A. Weight 10.1 lbs/gal A. Weight/Gallon +/-0.3 lbs r , B. Total Solids 75 -85% B.
Determination of by Wei ght Non-Volatile Content C. Viscosity 10,000 -85,000 CPS C. ViscosityI D. Dryi ng Time Touch: 24 hrs. max. D. Tack-Free Time ) Complete: 30 hrs. max. I i 3.1.2
Physical properties of the cured encapsulant: 1 Property Reguirement Test Procedure 1 A. Hardness 65 -85 E. Rex hardness (I ndent at i on)1 B. Tensile Strength 500 psi min. F. Tensile
and Elongation 1 C. El ongat i on 300% mi n. F. Tensile and Elongatien 1 4.0 CERTl FICATlON J 4.1 The supplier shall be prepared to provide a letter of certification from the J manufacturer
confirming the physical properties identified in paragraphs 3.1.1 and 3.1.2 of this specification. 4.2 Notification of this letter of certification, if required, shall be 􀁳􀁴􀁡􀁴􀁾􀁤􀀠on
thi s agency's purchase order and such certifi ca t i on sha11 accompany the materi a I when when shipped by the manufacturer. 
PACKAGING .1 The encapsulant shall be available in the following packaging: J. i. 1•1 ONE-QUART CARTRIDGES: Such cartridges shall be equipped with threaded fitting to ]'i accommodate
a screw-on nozzle designed for insertion in a pavement sawslot 1/4" to 3/S" in width and 1 1/2" to 2 1/2" in depth. The nozzle shall be designed to II permit filling of sawslot with
encapsulant from the bottom up, with minimal waste. The cartridge shall contain a puncture seal on its nozzle end. All I J cartridges shall be <designed to permit application of encapsulant
by appropriate size manual caulking gun or air-powered caulking gun. Cartridges shall be packaged twelve (12) per case with a minimum of three (3) applicator nozzles per J case. J, 11.2
FIVE-GALLON PAILS: Such pails shall be DOT-37ASO open head pails and the covers I shall be sp.aled with tubular neoprene gaskets. Such pails shall contain aJ minimum of 4.5 gallons of
encapsulant material in order to permit pumping directly from the pail to the sawslot by commercially available pumps, requiringJ insertion of a follower-plate in the pail to form an
appropriate seal. Encapsulant material shall be ordered in multiples of 4.5 gallons. 1 MEASUREMENT Measurement for payment shall be made of each unit (cartridges or pails) of encapsulant
delivered to the location(s) specified in the Invitation to Bid. ] 1 1 1 1 I 
TEST METHODS Ii VEHiCLE DETECTOR LOOP WIRE SEALANT 􀁾􀀮􀀠 WEIGHT/GALLON: 1. Equipment: The apparatus shall consist of the following parts (Refer to Fisher Catalog No. 3-247) • a. A smoothly
finished round aluminum cup with external threads on the top edge, approximately 1 1/2" in diameter 3/4" high and holding approximately 15 cc filled to the top edge. b. A snug fitting,
flanged plug type lid with a concave inner surface and a l/B" hole in the 􀁴􀁣􀁾􀀮􀀠c. An open centered cap or retaining ring with inside threads to match the cup which can be used to
pull the lid in place. 2. Preparation: Each Pycnometer must be calibrated when new and periodically during use as follows: a. Weigh empty to the nearest 0.01 gram. b. Fill with water
ana weigh again. c. Compute the difference and determine the factor as follows: B.33FACTOR " Wt. with water -wt. 􀁥􀁭􀁾􀁴􀁹􀀠3. Procedure: a. Weigh the empty Pycnometer to the nearest
0.01 gram. b. Fill the Pycnometer almost to the top, using care to keep air at a minimum by: (1) 1) Using a small amount of encapsulant and working it into the coroners to displace air.

(2) Slowly adding the remainder carefully displacing air as the volume is built up. (3) When the cup is almost full, work the material in the cup with a spatula using an up and down
motion. (4) Then smooth the surface of the material in the cup leaving the edges high and the center low so that the concave shape of the lid and the encapsulant will force out surface
air. c. Carefully position the lid in place centering the plug inside the rim of the cup. d. Slide the retaining ring over the top and tighten down slowly by hand until _the flange on
the lid is seated on the top edge of the cup. e. Remove the excess encapsulant that exudes from the hole, leaving the remaining material level with the top of the hole. f. Weigh the
filled Pycnometer to the nearest 0.01 gram. g. Calculate the weight per gallon as follows: Factor X (Weight full -Weight empty) = lbs./gal. I. DETERMINATION OF NON-VOLATILE CONTENT:
1. Procedure: a. Accurately weigh three closed containers (2-bunce ointment cans or equivalent with covers) covers) to the third decimal place (Wl) and record the wei ght fi gures •
b. Place approximately 3 to 5 grams of test material in one of the weighed containers, close the cover at once and weigh it immediately with accuracy to the third decimal place (W2).
Repeat this procedure for the remain-ing i,: two containers. NOTE: With heavy materials, it is good practice to spread the sample over the entire bottom and sides of the container to
give a large surface area. 
c. Remove the covers from each ointment can and place tnem on 􀁬􀀢􀁾􀀠UU ....'JlII. Place the containers in an air circulating oven for 24 hours at 160 degrees F. NOTE: Normally the
air circulating oven is at the specified temperature before placing the samples in the oven. d. At the end of the specified time period, remove the containers from the oven, replace
the covers and allow them to cool at room temperature. e. Weigh thes,e containers to the third decimal place (W3) and record. f. Compute the percent non-volatile using the following
formula: _:...F.:.:i􀁮􀁾􀁡􀀺􀀮􀀻􀁬􀁣􀀮􀀮􀀺􀁷􀀮􀀺􀀮􀁥􀀮􀀺􀀮􀁩􀁧􀁩􀀡􀀺􀁨􀀮􀀺􀀮􀀺􀁴􀀺􀀮􀀮􀀮􀀺􀀺􀁯􀁾􀁦􀀮􀀮􀀭􀀮􀀺􀀺􀀻􀀮􀁳a::.:m::.<p::.;l.:::.ee-X IOO%Non-volatile = Original weight of sample
Where: Original weight of sample = W2 -WI Final weight of sample = W3 -WI g. The percent non-volatile reported will be the average of the three samples run if the deviation between the
samples is less than 0.50%. In case none of the samples fall within this deviation, new samples must be run. .. VISCOSITY: 1. Sample Conditioning: a. One pint samples shall be stored
as indicated on the product performancee standard and in turn brought to a temperature of 77 degrees + or -2 degrees F for testing. Stir the sample vigorously with a spatula for r minute
immediately prior to testing and note any segregated material which cannot be dispersed. b. Determine the viscosity USing a Brookfield RVF vi scometer with a No. Ii or 7, " '';spindle
(as required) rotating at 20 rpm. 
, i TACK-FREE TIME: 1. Procedure: a. Cast a film of undegassed encapsulant in a 1/16 inch deep open mold similar to that used for the tensile and enlongation specimens referenced in
test method section F. Fill the mold even with its top and place it at 77 degrees F and 50% RH. A small sheet of smooth polyethylene film (which -,!shall be clear and colorless, with
no signs of plasticizer, slip agents or other foreign substances on the surface) measuring 0.004 + or --0.002 inch thickshall be pressed lightly with the thumb onto the encapsulant and then withdrawn. The time at which the film no longer adheres tightly to the encapsulant shall be considered the tack-free
time. REX HARDNESS: 1. Apparatus: Hardness shall be determined with a Rex durometer, Model 1700 Type A (with dial gauge). The durometer should be recalibrated at least once each month
using the procedure in ASTM Test Method No. D-2240-fi4T, and the appropriate adjustments made in the readings. 2. Specimens: Specimens shall be at least 3/16 inch thick. and may be obtained
by plying up portions of the tensile and elongation film (described in test method section F) after curing for 7 days at 77 + or -2 degrees F and 50% R.H. plus 2 days at 120 degrees
F. The hardness specimens shall be at least 1 inch in diameter and shall be tested with the-mold side up. Specimens with bubbles or other voids, or with irregular thickness, shall be
rejected. 3. Determining the Hardness; Place the plied hardness specimen on a heavy 􀁦􀁬􀁡􀁾􀀠steel plate. The Durometer shall then be placed on the test specimen, whilekeeping the base
of the instrument parallel to the surface of the specimen. The test pressure applied shall be just sufficient to insure firm contact of the pressure plate with the test specimen. The
durometer indentation reading shall be taken as soon as the indicator hand on the dial comes to rest. o-r if this is not possible, at a moment when a definite change in needle speed
isnoted. Report the average of 5 such readings. 
• F. TENSILE AND ELONGATION: 1. Dilution and Degassing: Stir the encapsulant a minimum of 200 rapid strokes to insure uniformity and reduce the thixotropic gel. Weigh 100 grams of stirred
sample into a one-quart can and add 30 grams of Analytical Reagent Grade Toluene. Mix until uniform. Place the can in a device suitable for subjecting it to a vacuum of 29 inches of
mercury for 15 to 20 minutes. When degassing is complete, remove the sample container and immediately cast a film as described below. NOTE: Refer to Figure #1 for a suggested degassing
device. 2. Casting the Film: a. Prepare a mold for 6" x 8" x 40 mil alclad aluminum (or equivalent 6" x 8" metal p·anels) by covering one surface of the metal panel with 6" wide Teflon
Tape. (e.g. 3M Brand TFE Plastic Tape No. 5491 or equivalent) b. Use 3M Brand EC-1202T tape or masking tape, 1/16" thick x 1/2" wide, as a "dam" around the perimeter of the mold. c.
Pour sufficient encapsulant into the mold to fill the mold even with its top. Strike the encapsulant encapsulant very carefully to level it with the top of the mold. 00 not entrap air
in the coating! 3. Curing the Encapsul"nt: Place the filled mold on a level surface at 77 degrees F and 50% R.H. After two days at these conditions, remove the encapsulant from the mold;
invert the film, and cont i nue the cure for fi ve add itiona1 days. at " the same 􀁣􀁯􀁾􀁤􀁩􀁴􀀺􀁯􀁮􀁳􀀮􀀠After 7 days at 77 degrees F and 50% R.H •• place the film· at 120 degrees
F for 2 days. J 4. Preparation of Dumbbells: Punch three dumbbells from the cured film using a micro die (Refer to Figure #2). The dumbbells must be free from air bubbles,j craters,
nicks, segregation, or any other defects. Measure and record the '.' thickness of each dumbbell at the neck (narrow portion), using a micrometer or J dial gauge accurate to + or -1 mil.
Take a total of three reading at various locations on the neck and record the median (T, inches). The maximum, thickness variation along the neck should not exceed 2 mils. Place two
bench marks, in ink, ink, 1/2 inch apart on one side of each dumbbell. using care not to nick the surface of the dumbell. 
5. Determining the Tensile Strength and Ultimate Elongation: Place the dumbbells on an instron or tensile testing machine having a sensitivity of 1/10 pound, and a jaw separation rate
;)f 2" per minute. The dumbbell s should be clamped near their ends (wide portions) in the jaws of the machine. Start the machine and note continuously the distance between the center
of the two bench marks taking care to avoid parallax. Record the stress (S, lbs.) a'nd elongation (L, inches) at the time of rupture. The bench mark distance may be measured just before
rupture with either a pocket scale calibrated in inches or with a pair of dividers. If the dumbbell breaks at a hidden bubble or other defsct, reject that test and test another dumbbell.
,,. 16. Calculation: Calculate the ultimate tensile strength of each specimen using the following formul a: * 8 x 5 (S) : PS I T Calculate and report the mean value of three specimens
as tensile strength in PSI. Calculate the elongation of each specimen from the following formula: formula: L -.5 inch x 200 : % elongation* Calculate and report the mean value of three
specimens as %elongation. * Note S =Stress in pounds T =Thickness in inches L =Length in inches 
SECTION SD SOD AND LAWN PREPARATION 13921mo712 SD-l 
SEcnON SD SOD AND LAWN PREPARATION 1.0 SOD A. Quality Provide strongly rooted sod; not less than 2 years old, free ofweeds and undesirable native grasses and machine cut to pad thickness
of 3/4" (+/-1/4"). excluding top growth and thatch, provide only sod capable of vigorous growth and development when planted (viable, not dormant). B. Pad Sizes Provide sod; of uniform
pad sizes with maximum 55 deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended
vertically with a firm grasp on upper 10% of pad will be rejected. c. Type Provide sod composed principally of the following: Common Bermuda Grass (Cynodon Dactylon) 2.0 PREPARATION
FOR PLANTING LAWNS A. Preparation Remove existing grass and loosen subgrade of lawn areas to a minimum depth of 4". Remove stones over 1-1/2" in any dimension and sticks, rools, rubbish
and othet extraneous mailer. Limil preparation 10 areas which will be planted promptly afte.r r preparation. B. Grading 1. Rough grading shall be the responsibility of the Landscape
Contractor to spread topsoil as required to eliminate all bumps and depressions to the satisfaction of the Landscape Architect. Apply specified commercial fertilizer at rates specified
and thoroughly mix into upper 2" of topsoil. Delay application of fertilizer if lawn planting will not follow within a few days. 13921i920712 SD-2 
Refer to soil amendments, commercial fertilizer and preparation of planting soil [or fertilizer application rates and soil mixture requirements. Allow for sod thickness in areas to be
sodded. Ifsupplemental topsoil is to be spread, no sod shall be laid until the depth of this soil has been approved. Contractor shall inspect site prinr to bid to determine need. 2.
Fine grading lawn areas shall be a smooth, even surface .with a loose, uniformly fine texture. Roll, rake and drag lawn areas, remove ridges and fill depressions, as required to meet
finish grades. Limit fine grading to areas which can be planted immediately after grading. Moisten prepared lawn areas be[ore planting if soil is dry. Water thoroughly and aUow surface
moisture to dry be[ore planting lawns. Do not create a muddy soil condition. Restore lawn areas to specified condition if eroded or otherwise. 3.0 SODDING NEW LAWNS A Schedule Lay sod
within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. B. Layout Lay sod to [orm a solid mass with tightly filted joints. Butt ends and sides of sod
strips; do not overlap. Stagger strips to oftSet joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade.
Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent grass. END OF SECTION 13921/920712 SD·3